CHEEKEYE RIVER RISK ASSESSMENT
CLIENT: Cheekeye River Developments
LOCATION: Cheekeye River, British Columbia, Canada
Starting in 2007, BGC worked on Canada’s most complete debris flow geohazard and risk assessment on Cheekye River fan in southwestern British Columbia, north of Squamish. This fan complex has formed by numerous volcanic debris flows originating on the slopes of Mount Garibaldi, Dalton Dome and Atwell Peak.
Cheekye fan has a long history of studies as it is viewed as a preferable development site close to the town of Squamish. It has become apparent that without a rigorous mitigation scheme, development on the fan cannot proceed.
To determine debris flow hazards, BGC conducted a vast test trenching program, sampled organic materials for radiocarbon dating, dated debris flows of the past 200 years by dendrochronology and used information of debris flows from lake bottom sediments. This work resulted in a 11,000 year history of debris flows on Cheekye fan. A frequency-magnitude curve was established for debris flow volume and peak discharge which was then used to model debris flows on the fan using a two-dimensional runout model FLO 2D.
As a further step, a quantitative risk assessment was conducted for loss of life for existing and future development including Highway 99, and the economic losses for Whistler were computed. All this resulted in the definition of complex debris flow risk reduction measures.